Zobrazeno 1 - 10
of 32
pro vyhledávání: '"K. K. Wijesundara"'
Publikováno v:
Shock and Vibration, Vol 2015 (2015)
Continuous wavelet transform (CWT) has recently emerged as a promising tool for identification of modal properties through ambient excitation measurements of structures. However, it is difficult to obtain an accurate estimation of damping ratio direc
Externí odkaz:
https://doaj.org/article/84df2f72b17c4eac9d32025ff77a8c7d
Autor:
T. M. S. Tennekoon, K. K. Wijesundara, P. B. R. Dissanayake, N. G. P. B. Neluwala, S. De Silva, S. Venkatesan
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811928857
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebd4e853caee7485c774ac20a9196413
https://doi.org/10.1007/978-981-19-2886-4_12
https://doi.org/10.1007/978-981-19-2886-4_12
Autor:
P. D. P. O. Peramuna, N. G. P. B. Neluwala, K. K. Wijesundara, P. B. R. Dissanayake, S. De Silva, S. Venkatesan
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811928857
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb3afa77e7829fbf97259a452b6abf56
https://doi.org/10.1007/978-981-19-2886-4_30
https://doi.org/10.1007/978-981-19-2886-4_30
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811928857
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aafe1a7a780deb2bb4e5c4c6832bb7c9
https://doi.org/10.1007/978-981-19-2886-4_1
https://doi.org/10.1007/978-981-19-2886-4_1
Publikováno v:
Structural Concrete. 22:2466-2481
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64921d9857ba395b5c501ddc3b027f0a
https://doi.org/10.1002/suco.202100262
https://doi.org/10.1002/suco.202100262
Publikováno v:
Innovative Infrastructure Solutions. 6
Steel eccentrically braced frame systems (EBF) with buckling restraint braces are extensively used as a lateral load resisting system due to their high-energy dissipation characterized by the inelastic shear deformation of the short links. In perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9981c9b1fdfe34c4f39bfb24453a296f
https://doi.org/10.1007/s41062-021-00503-2
https://doi.org/10.1007/s41062-021-00503-2
Publikováno v:
Journal of Constructional Steel Research. 155:233-248
The direct displacement based design (DDBD) procedure is well developed and used for designing reinforced concrete and steel moment resisting frame structures, wall structures and bridges. However, a limited number of studies is available on designin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5bf6384fd94d930f75f13cf5e3e9df4
https://doi.org/10.1016/j.jcsr.2018.12.029
https://doi.org/10.1016/j.jcsr.2018.12.029
Autor:
Roberto Nascimbene, K. K. Wijesundara, R.M.C.M. Rajapakse, Ranjith Dissanayake, C. S. Bandara
Publikováno v:
Engineering Structures. 184:15-36
This paper presents a novel fiber force-based finite element to predict the nonlinear static response of reinforced concrete frame/wall structures incorporating the axial force – bending moment – shear force interaction. The proposed formulation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::883a4d8000cd4e56171d82829db92e79
https://doi.org/10.1016/j.engstruct.2019.01.075
https://doi.org/10.1016/j.engstruct.2019.01.075
Autor:
H. M. S. S. Hippola, K. K. Wijesundara
Publikováno v:
Innovative Infrastructure Solutions. 6
This paper presents a nonlinear force-based finite element formulation which can predict the behaviour of reinforced concrete frames, explicitly satisfying section-level equilibrium. In the existing nonlinear force-based fibre beam–column element f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee3541e4f7205f393a6455db116eca47
https://doi.org/10.1007/s41062-020-00413-9
https://doi.org/10.1007/s41062-020-00413-9
Autor:
R. R. M. S. K. Ranatunga, K. K. Wijesundara, W. A. A. S. Premarathna, J. A. S. C. Jayasinghe, P. Gamage
Publikováno v:
IEEM
Solid tires are utilized for excessive material handling purposes. They experience excessive stresses and high internal energy generation. These factors are not easy to be captured using experimental methods due to complex experimental setup and high
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9422c94b2affd2e064ce8a77b4cc6b5b
https://doi.org/10.1109/ieem45057.2020.9309818
https://doi.org/10.1109/ieem45057.2020.9309818